HomeMy WebLinkAboutPrimary Plat Dec 18 2000ENGINEER:
ROPER WARD ENGINEERING, INC.
6251 WINTHROP AVENUE, SUITE 3
INDIAN Pious, .INDIANA 46220
(317) 251 -1738
SgMDR:
BENCHMARK SURVEYING, INC.
909$ TECHNOLOGY DRIVE, SUITE 104
FIS�ERS, INDIANA 46038
(31 ) 841 -1506
DEVELOPER:
KOSENE & KOSENE
449 � SAGUARO TRAIL
INDIANAPOLIS,.. INDIANA 46268
(317) 299 - --9999
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EXISTING
1
= R1
MINIMUM
LOT SIZE
= 3,491 SF
MINIMUM
LOT WIDTH
= 50'
MINIMUM
FRONT YARD
= 15 ,
MINIMUM
REAR YARD
l
= 5
MINIMUM
SIDE YARD
= 5 1
U11UTY EASEMENT
-- --- — -- —
— CONSTRUCTION LIMITS
-------- - - -
- -- CURB UNDERDRAIN
PROPOSED SIGNAGE
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(SEE LANDSCAPE PLAN)
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FIRE HYDRANT ASSEMBLY
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DATE OF SiJBMISSION: DECEMBER 15, 2000
LEGAL DESCRIPTION
A part of the Southwest Quarter of Section 1'2, Township 17 North, Range
3 East of the Second Principal Meridian in Hamilton County, Indiana,
described as follow:
Beginning at the northeast corner of said Quarter Section; thence North
89 degroes 17 minutes 58 seconds West (cssumed bearing) along the
north line of said Southwest Quarter, 840.7 feet; thence South 00
degrees 00 minutes 00 seconds West parallel with the east line of said
Southwest Quarter, 1416.20 feet; thence South 89 degrees 09 minutes 47
seconds East parallel with the south line of ,aid Southwest Quarter, 1.11
feet; thence South 00 degrees 09 minutes 03 seconds East parallel with
the west line of said Southwest Quarter, 300,55 feet to the north Limited
Access Right —of —Way line of Interstate 465 cs established per State
Highway plans Project ]—Project No. 465 -4, dated 1964, the following 3
courses being along said Limited Access Right —of --Way, (1) thence South
69 degrees 05 minutes 03 seconds East, 326.61 feet; (2) thence South
74 degree 47 minutes 41 seconds East, 301.50 feet; (3) thence South 73
degrees 03 minutes 20 seconds East, 253.79 feet to the east line of said
Southwest Quarter; thence North 00 degrees 00 minutes 00 seconds East
along the east line thereof, 1976.13 feet to the Point of Beginning,
containing 35.77 acres, more or less.
50' RIGHT OF WAY
t I ti,i'� iii i�`
NO. OF LOTS
= 75
AREA
PROPOSED SANITARY SEWER
= 35.77 Ac. +/-
DENSITY
PROPOSED STORM INLET
= 2.10 LOTS /Ac.
EXISTING
ZONING
= R1
MINIMUM
LOT SIZE
= 3,491 SF
MINIMUM
LOT WIDTH
= 50'
MINIMUM
FRONT YARD
= 15 ,
MINIMUM
REAR YARD
l
= 5
MINIMUM
SIDE YARD
= 5 1
11' 28' BACK TO BACK 11
1' 4' 6' 4 1'
PROFILE GRADE
2' ROLL CURB 2' ROLL CURB CONC.
WALK SLOPE 1/4" PER FOOT MIN SLOPE 1/4" PER FOOT MIN WALK
___. V_
CURB UNDERDRA{N
101 (TYPICAL)
1" SURFACE #11 OR #12
3" BINDER #9 0 PREPARED SUBGRADE PER INDIANA
9" #53 COMPACTED STONE BASE DEPARTMENT OF TRANSPORTATION SPECS. No. 207
TYPICAL STREET SEG "110N
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PROPOSED SANITARY SEWER
®
PROPOSED STORM INLET
PROPOSED STORM SEWER
PROPOSED WATER LINE
w
EXISTING STORM SEWER
EXISTING SANITARY SEWER
tiv
EXISTING WATER LINE
-- -- —
-- EXISTING GAS LINE
/ ' -- 710 ' -'
EXISTING CONTOUR LINE
S.D. & U.E.
SEWER, DRAINAGE AND
U11UTY EASEMENT
-- --- — -- —
— CONSTRUCTION LIMITS
-------- - - -
- -- CURB UNDERDRAIN
PROPOSED SIGNAGE
C:)
(SEE LANDSCAPE PLAN)
LL)
FIRE HYDRANT ASSEMBLY
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